CN102628364A - Remote control type tunneling machine for tunnel mine - Google Patents
Remote control type tunneling machine for tunnel mine Download PDFInfo
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- CN102628364A CN102628364A CN2012101062519A CN201210106251A CN102628364A CN 102628364 A CN102628364 A CN 102628364A CN 2012101062519 A CN2012101062519 A CN 2012101062519A CN 201210106251 A CN201210106251 A CN 201210106251A CN 102628364 A CN102628364 A CN 102628364A
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Abstract
The invention discloses a remote control type tunneling machine for a tunnel mine and belongs to the field of excavating machinery. The remote control type tunneling machine consists of a roadway framework, a well wall fixed oil cylinder, a road wheel and an excavating part arranged at the bottom end of the roadway framework. The cylindrical roadway framework is divided into an upper section and a lower section, and a bottom plate of the upper section is hinged with a top plate of the lower section to form a rotary table; and a device capable of driving the framework to move in the roadway is arranged on the roadway framework. A driving device capable of enabling the upper section framework and the lower section framework to revolve oppositely is arranged on the rotary table; and the remote control type tunneling machine for the tunnel mine can be used for excavating a shaft and also can be used for carrying out excavation in the inclined or horizontal directions. The machine body of the tunneling machine can bend and turn. A user can operate the remote control type tunneling machine in a ground operating room to remotely control the tunneling machine and accurately locate the excavating direction without deflecting, and a heading end is matched with a digging shovel, so that more accurate and efficient mine tunneling is ensured.
Description
Technical field: the invention belongs to road heading machinery, particularly the development machine used of tunnel mine.
Background technology: the driving of mine is to be undertaken by manual work always, and for the quickening progress need cooperate explosion, this just causes the loose falling rocks that forms of well bore wall rock easily, and personnel casualty accidents often takes place.Borehole wall fixed oil cylinder and location tooth plate are arranged on its tunnel framework of patent " mine, tunnel machine " (2009201665331), and there is excavating equipment the framework bottom, can carry out digging operation.But still come with some shortcomings, for example the tunnel framework moves problem in the tunnel, adopts more efficiently excavating equipment problem etc.To accomplish the tunnel mine reliably, exactly more efficiently and excavate, also be necessary further to improve.
Summary of the invention: the objective of the invention is to design a kind of drone version tunnel mine development end machine; It has more effective digging element; Driving frame fast moving device and the driving frame activity distortion under computer control make tunnel mine development end machine that higher efficient and more perfect performance arranged.Adopted such technical scheme for this reason: drone version tunnel mine development end machine, form by the digging element of tunnel framework, borehole wall fixed oil cylinder, road wheel and framework bottom, tunnel.The cylindrical shape tunnel framework that development machine can move along the tunnel divides two sections, and the base plate of epimere and the top board of hypomere are hinged to rotating disk; Tunnel framework two sections have respectively along borehole wall fixed oil cylinder circle distribution, band location tooth plate, and the 8-10 that an is uniformly distributed along the circumference road wheel.When the location of oil cylinder tooth plate is regained fully, multidirectional outer outstanding 20-50 centimetre of road wheel than the location tooth plate; On the framework of tunnel, have and make this device that in the tunnel, moves of framework.On rotating disk, make the two sections framework along the rotating relatively drive unit of axis; Axis deflection monitor is arranged on the axial line of tunnel framework cylinder; The mole of band cutterhead is arranged on the track on the framework bottom face of tunnel, on another track, digger blade is arranged.Work camera in shaft bottom is arranged on the framework bottom face of tunnel, the operating mechanism of scope of operation display screen and control driving parts is arranged in the terrestrial operation chamber.
Making this device that in the tunnel, moves of tunnel framework is the length adjustment oil cylinder of vertical column that connects the two sections framework of rotating disk, has four oil cylinders of vertically installing on circumference, to be uniformly distributed with.Making tunnel framework mobile device in the tunnel also can be the multi-stage oil cylinder of on end segment frames, vertically installing, and three multi-stage oil cylinders of vertically installing interval 120 degree on circumference are arranged.
Making the two sections framework on the rotating disk is pinion and the engagement of the bull gear on the framework hypomere top board that the oil motor on the framework epimere base plate drives along the rotating relatively drive unit of axis.
Drone version tunnel mine development end machine can excavate vertical shaft, also can change direction and be inclination or horizontal direction excavation.Machine body of boring machine can be crooked, also can turn round.And can accurately locate excavation direction, can not depart from, heading end and digger blade cooperate, and it is more reliable, accurate and efficient that mine is excavated
Description of drawings: Fig. 1 is the structural representation that can change the drone version tunnel mine development end machine of excavation direction.Fig. 2 is the structural representation that excavates the drone version tunnel mine development end machine of vertical shaft.
The specific embodiment: be further described below in conjunction with accompanying drawing.
As shown in the figure, drone version tunnel mine development end machine is made up of the driving parts of tunnel framework, borehole wall fixed oil cylinder, road wheel and framework bottom, tunnel.9 fens two sections of cylindrical shape tunnel framework that development machine can move along the tunnel, the base plate of epimere and the top board of hypomere are hinged to rotating disk 10; Make that hypomere can relatively rotate along axis on the framework of tunnel.Tunnel framework two sections have respectively along borehole wall fixed oil cylinder 2 circle distribution, band location tooth plate, and each oil cylinder stretches out, and its location tooth plate is supported on the borehole wall 11, and the tunnel framework is positioned on the borehole wall.The framework two sections have 8-10 the road wheel 4 that is uniformly distributed along the circumference respectively in the tunnel, when the location of oil cylinder tooth plate is regained fully, and multidirectional outer outstanding 20-50 centimetre of road wheel than the location tooth plate; Road wheel plays the rolling supporting role when development machine moves in the tunnel.On the framework of tunnel, have and make this device that in the tunnel, moves of framework; Among the embodiment that in Fig. 1, provides, making this device that in the tunnel, moves of framework is four length adjustment oil cylinders 3 that connect on the vertical column of two sections framework of rotating disk, and the oil cylinder of vertically installing is uniformly distributed with on circumference.Extend the oil cylinder of a side, shorten the oil cylinder of offside, can make the tunnel framework crooked, change tunneling direction, be used to excavate inclined shaft or horizontal well.If each oil cylinder on the column of flexible simultaneously framework cooperates the action of borehole wall fixed oil cylinder again, can realize that also the tunnel framework creeps in the tunnel mine.If simple vertical shaft excavates, can adopt 12, three multi-stage oil cylinders of vertically installing of multi-stage oil cylinder of installing on the end segment frames among the embodiment that Fig. 2 provides 120 degree at interval on circumference.Flexible multi-stage oil cylinder can be realized moving up and down of tunnel framework, and the tunnel framework of accomplishing development machine when driving pulls out well by the ground winch.If when excavating inclined shaft or horizontal well, on rotating disk, make the two sections framework along the rotating relatively drive unit of axis; In the embodiment that accompanying drawing provides, device for revolving and driving 1 is pinion and the engagement of the bull gear on the framework hypomere top board that the oil motor on the framework epimere base plate drives.When pinion rolled on bull gear, the two sections framework produced relative rotation along axis.The stationary state of conversion two sections framework on the borehole wall can be realized turning round of tunnel framework.Axis deflection monitor 5 is arranged on the axial line of tunnel framework cylinder.When excavating straight well, monitoring pit shaft axis does not squint, and it can guarantee that tunneling direction accurately maintains set deflection angle when excavating the tunnel to the deflection of inclined shaft horizontal well.The mole 7 of band cutterhead 6 is arranged on the track 8 on tunnel framework 9 bottom faces, on another track that does not draw in the drawings digger blade is arranged.The breach that on the framework of tunnel, has boxcar to pass through.Work camera 13 in shaft bottom is arranged on the framework bottom face of tunnel, the operating mechanism of scope of operation display screen and control driving parts is arranged in the terrestrial operation chamber, the staff can be in the straighforward operation of terrestrial operation chamber.
Claims (5)
1. drone version tunnel mine development end machine; Driving parts by tunnel framework, borehole wall fixed oil cylinder, road wheel and framework bottom, tunnel are formed; It is characterized in that: the cylindrical shape tunnel framework (9) that development machine can move along the tunnel divides two sections, and the base plate of epimere and the top board of hypomere are hinged to rotating disk (10); The last hypomere of tunnel framework has borehole wall fixed oil cylinder (2) that be uniformly distributed along the circumference, band location tooth plate respectively, and hypomere has 8-10 the road wheel (4) that is uniformly distributed along the circumference respectively on the framework of tunnel; On the framework of tunnel, have and make this device that in the tunnel, moves of framework; On rotating disk, make the two sections framework along the rotating relatively drive unit of axis (1); Framework axis tilt monitor (5) is up and down arranged on the axial line of tunnel framework cylinder; The mole (7) of band cutterhead (6) is arranged on the track (8) on the framework bottom face of tunnel, on another track, digger blade is arranged; Work camera (13) in shaft bottom is arranged on the framework bottom face of tunnel, the operating mechanism of scope of operation display screen and control driving parts is arranged in the terrestrial operation chamber.
2. tunnel as claimed in claim 1 mine development end machine; It is characterized in that: making this device that in the tunnel, moves of tunnel framework is the length adjustment oil cylinder (3) of vertical column that connects the two sections framework of rotating disk, and four oil cylinders of vertically installing are uniformly distributed with on circumference.
3. tunnel as claimed in claim 1 mine development end machine is characterized in that: making this device that in the tunnel, moves of tunnel framework also can be the multi-stage oil cylinder of installing on the end segment frames (12), three oil cylinders of vertically installing interval 120 degree on circumference.
4. tunnel as claimed in claim 1 mine development end machine is characterized in that: making the two sections framework on the rotating disk is pinion and the engagement of the bull gear on the hypomere frame head plate that the oil motor on the epimere chassis base drives along the rotating relatively drive unit of axis (1).
5. tunnel as claimed in claim 1 mine development end machine is characterized in that: the road wheel of hypomere (4) on the framework of tunnel, and, the location of oil cylinder tooth plate outer gives prominence to 20-50 centimetre when regaining fully than the location tooth plate is multidirectional.
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CN2012101062519A CN102628364A (en) | 2012-04-02 | 2012-04-02 | Remote control type tunneling machine for tunnel mine |
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CN2012101062519A CN102628364A (en) | 2012-04-02 | 2012-04-02 | Remote control type tunneling machine for tunnel mine |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109578031A (en) * | 2018-12-26 | 2019-04-05 | 天地科技股份有限公司 | The active temporary support device of shield type speedy drivage system |
CN112700620A (en) * | 2020-08-17 | 2021-04-23 | 四川轻化工大学 | Gridding monitoring device for early warning of side slope landslide or debris flow |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201486562U (en) * | 2009-07-23 | 2010-05-26 | 韩汶冀 | Mine and tunnel excavator |
CN202510124U (en) * | 2012-04-02 | 2012-10-31 | 韩汶冀 | Remote control heading machine for tunnel mine |
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2012
- 2012-04-02 CN CN2012101062519A patent/CN102628364A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201486562U (en) * | 2009-07-23 | 2010-05-26 | 韩汶冀 | Mine and tunnel excavator |
CN202510124U (en) * | 2012-04-02 | 2012-10-31 | 韩汶冀 | Remote control heading machine for tunnel mine |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109578031A (en) * | 2018-12-26 | 2019-04-05 | 天地科技股份有限公司 | The active temporary support device of shield type speedy drivage system |
CN112700620A (en) * | 2020-08-17 | 2021-04-23 | 四川轻化工大学 | Gridding monitoring device for early warning of side slope landslide or debris flow |
CN112700620B (en) * | 2020-08-17 | 2022-05-06 | 四川轻化工大学 | Gridding monitoring device for early warning of side slope landslide or debris flow |
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Application publication date: 20120808 |